Abstract: To improve the collision performance of a panel member of an automobile. A panel member 1 includes a plurality of circular recessed parts 10 linearly arranged, wherein: when it is assumed that a portion where three recessed parts 10 are linearly aligned is called a recessed part group G, there are at least a first recessed part group G1 and a second recessed part group G2 arranged in parallel with the first recessed part group G1; and an angle formed between a first straight line L1 linking a center of the recessed part 10 in the first recessed part group G1 and a center of the recessed part 10 in the second recessed part group G2 located at a position closest to the recessed part 10, and, a second straight line L2 linking centers of the recessed parts 10 in the first recessed part group G1 is 80 degrees or more and 100 degrees or less.

Abstract: A vehicle framework component includes a hollow member and a reinforcing member. The hollow member includes therein mutually facing first surface and second surface. The reinforcing member, which includes a cylindrical tube having a quasi-circular cross section, stands on the first surface or the second surface inside the hollow member.

Abstract: A side sill member includes a hollow member and a reinforcing member. The hollow member includes therein mutually facing first surface and second surface. The reinforcing member stands on the first surface or the second surface inside the hollow member. The reinforcing member is a tubular component having a polygonal cross section. A longest side of the polygonal cross section has a groove extending along an axial direction of the tubular component.

Abstract: A structural member is provided that includes a steel sheet with a tensile strength of 980 MPa or higher overlying another metal plate and joined thereto by welding, where a break initiating near a welded portion is less likely to be produced. A structural member (10, 10a, 10b, 10c) includes: a first member (1), the first member being a steel sheet with a tensile strength of 980 MPa or higher; a second member (2) overlying the first plate (1), the second member being a metal plate; a plurality of welded portions (3, 31, 32); a plurality of heat-affected zones (5, 51, 52) each formed to surround the corresponding one of the welded portions (3, 31, 32), the heat-affected zones having a Vickers hardness lower than that of the first member by 50 HV or more. A pair of edge sections (4) of the first member (1) are provided between adjacent heat-affected zones (5, 51, 52).

Abstract: A structural member (10) includes a closed-cross-section structure having a hat member (1) and a closing plate (2), and a reinforcing member (supplementary strengthening member (“SSM”)) (4). The hat member (1) includes two side wails (11 and 12), each of which includes a high-strength portion (11A, 12A) with a yield strength not lower than 500 MFa and low-strength portions (11B, 12B) with a yield strength of 60 to 85% of the yield strength of the high-strength portion. As determined along the direction of extension of the ridges (123) of the hat member, both ends of the reinforcing member (4) overlap the high-strength portions (11A and 12B) of the side walls (11 and 12).

Abstract: A bumper beam 100 includes a closing plate 2 and a hat member 1. The hat member 1 includes a top plate 1a, two flanges 1c, and two walls 1b. The hat member 1 includes a high-strength portion 10H and low-strength portions 10L. The high-strength portion 10H includes a longitudinally middle portion of each of the two walls 1a and extends a length of at least 250 mm. The high-strength portion 10H has a tensile strength not lower than 1.5 GPa. The low-strength portions 10L are located outward of the high-strength portion and extends a length not smaller than the height of the walls. The low-strength portions have a tensile strength lower than the tensile strength of the longitudinally middle portion of the two walls.

Abstract: A structural member (10) includes: a hat member (1); and a closing plate (2). The hat member (1) includes: a top-surface portion (1a); a pair of side walls (1b) extending from both edges of the top-surface portion (1a); and flanges (1c). The closing plate (2) is in contact with the flanges (1c). Each of the side walls (1b) includes a low-strength portion (1s) extending from one edge of the side wall (1b) to a position at a distance Sh. The distance Sh is 20 to 40% of the height H of the side wall (1b). The yield strength of the low-strength portion (1s) is 60 to 85% of the yield strength of the side wall (1b) as measured at a position (1mid) of one-half of the height of the side wall (1b).

Abstract: The amount of absorbed energy at the time of load input is improved with high mass efficiency. A hollow member includes: a hollow metal member having a bending induction portion in a portion in a longitudinal direction; and a resin material which is made of a resin having a Young's modulus of 20 MPa or more and is disposed in the bending induction portion in close contact with the metal member.

Abstract: Energy absorption at the time of load input is improved with high mass efficiency. A hollow member includes: a hollow metal member having a bending induction portion in a portion thereof in a longitudinal direction; and a resin material which is disposed in close contact with the metal member on both sides of the bending induction portion in the longitudinal direction, and is disposed in at least a part of a range of less than ? of a cross-sectional height of the metal member from an end portion of the bending induction portion toward an outside in the longitudinal, in which an amount of the resin material per length in the longitudinal direction is larger on the outside of the bending induction portion than on an inside of the bending induction portion.

Abstract: A structural member 10 includes a closed-cross-section structure having a hat member 1 and a closing plate 2, and a reinforcing member (supplementary strengthening member (“SSM”)) 4. The hat member 1 includes two side walls 11 and 12, each of which includes a high-strength portion 11A, 12A with a yield strength not lower than 500 MPa and low-strength portions 11B, 12B with a yield strength of 60 to 85% of the yield strength of the high-strength portion. As determined along the direction of extension of the ridges 123 of the hat member, both ends of the reinforcing member 4 overlap the high-strength portions 11A and 12B of the side walls 11 and 12.

Abstract: A bumper beam 100 includes a closing plate 2 and a hat member 1. The hat member 1 includes a top plate 1a, two flanges 1c, and two walls 1b. The hat member 1 includes a high-strength portion 10H and low-strength portions 10L. The high-strength portion 10H includes a longitudinally middle portion of each of the two walls 1a and extends a length of at least 250 mm. The high-strength portion 10H has a tensile strength not lower than 1.5 GPa. The low-strength portions 10L are located outward of the high-strength portion and extends a length not smaller than the height of the walls. The low-strength portions have a tensile strength lower than the tensile strength of the longitudinally middle portion of the two walls.

Abstract: A structural member 10 includes a hat member 1 and a closing plate 2. The length LY of the tubular portion formed by the hat member 1 and the closing plate 2 is 6 or more times the height H of a pair of side walls 11 and 12. Each of the side walls 11 and 12 includes a high-strength portion 11A or 12A and low-strength portions 11B or 12B. The high-strength portion has a yield strength not less than 500 MPa. The low-strength portions have a yield strength of 60 to 85% of that of the high-strength portion. Each high-strength portion extends a distance not less than (?)H and not more than 3H as measured in the direction in which the ridges extend, and is provided such that the high-strength portions of the pair of side walls face each other. A pair of low-strength portions sandwich the associated high-strength portion.

Abstract: A metal pipe includes a pair of side walls facing each other and having a height H, a top portion connected to an upper edge of each of the pair of side walls, and a bottom portion connected to a lower edge of each of the pair of side walls. The metal pipe has a length six times the height H of the side walls or more. Each side wall pair includes a high-strength portion and a pair of low-strength portions, the low strength portions sandwiching the high strength portion. A high-strength portion dimension is not less than ?H and not more than 3H as measured longitudinally of the metal pipe, the high-strength portions forming opposite portions of the side wall pairs. The low-strength portion yield strength is 60 to 85% of that of the high-strength portion, whose yield strength is not less than 500 MPa.

Abstract: A drum washing machine, including: a driving part, capable of operating in a uniaxial driving form and a biaxial driving form; a heater configured to heat water stored in the outer drum for washing; and a control part which at least performs washing operation of a first washing mode and a second washing mode. In a washing process of the first washing mode, the control part enables the driving part to operate in the uniaxial driving form and also enables the heater to operate. Further, in a washing process of the second washing mode, the control part enables the driving part to operate in the biaxial driving form and also enables the heater to operate in such a manner that heat applied to the water is reduced compared with the first washing mode.

Abstract: A metal pipe has a circular cross section with an outer diameter D and a length not less than 6D. The metal pipe includes a high-strength portion (1A) and low-strength portions (1B). The high-strength portion (1A) is disposed along the entire circumference of the metal pipe to extend a dimension, as measured in the longitudinal direction of the metal pipe, that is not less than (?)D and not more than 3D of the metal pipe. The high-strength portion (1A) has a yield strength not less than 500 MPa (or a tensile strength not less than 980 MPa). The low-strength portions (1B) are disposed along the entire circumference of the metal pipe to be arranged in the longitudinal direction of the metal pipe to sandwich the high-strength portion (1A). The low-strength portions (1B) have a yield strength of 60 to 85% of that of the high-strength portion (1A).

Abstract: The deformation analysis device includes: a storage unit (12) which stores analysis data of a material; a state variable calculating unit (152) which calculates stresses and other state variables of respective elements of the material at each point in time of deformation of the material, based on the analysis data; a fracture determining unit (153) which, based on the calculated state variables, determines whether or not a fracture has occurred in each of the elements of the material, based on a fracture limit stress curve which is found in advance for the material; and a stress correcting unit (154) which, regarding an element in which it is determined that the fracture has occurred, out of the elements of the material, reduces ? by the following expression ?=(1?D)?? where ? is a stress with a rigidity decrease taken into consideration, D is a damage variable (note that 0?D?1) in continuum damage mechanics, and ?? is a stress with the rigidity decrease not taken into consideration, to thereby decrease rigidi

Abstract: A metal pipe 1 has a quadrangular cross section. The metal pipe 1 includes a pair of side walls 11 and 12 facing each other and having a height H, a top portion 13 connected to an upper edge of each of the pair of side walls 11 and 12, and a bottom portion 14 connected to a lower edge of each of the pair of side walls 11 and 12. The metal pipe 1 has a length six times the height H of the side walls 11 and 12 or more. Each of the pair of side walls 11 and 12 includes a high-strength portion 11A or 12A and a pair of low-strength portions 11B or 12B. Each high-strength portion 11A or 12A has a dimension not less than (?) H and not more than 3 H as measured in the longitudinal direction of the metal pipe, the high-strength portions forming opposite portions of the pair of side walls 11 and 12, each high-strength portion having a yield strength not less than 500 MPa.

Abstract: A metal pipe has a circular cross section with an outer diameter D and a length not less than 6D. The metal pipe includes a high-strength portion (1A) and low-strength portions (1B). The high-strength portion (1A) is disposed along the entire circumference of the metal pipe to extend a dimension, as measured in the longitudinal direction of the metal pipe, that is not less than (2/3)D and not more than 3D of the metal pipe. The high-strength portion (1A) has a yield strength not less than 500 MPa (or a tensile strength not less than 980 MPa). The low-strength portions (1B) are disposed along the entire circumference of the metal pipe to be arranged in the longitudinal direction of the metal pipe to sandwich the high-strength portion (1A). The low-strength portions (1B) have a yield strength of 60 to 85% of that of the high-strength portion (1A).

Abstract: Provided is a water storage tank for a washing machine. The water storage tank for the washing machine includes: a tank body configured in a housing of the washing machine, and having a water flowing portion which is internally formed into a tubular shape and constitutes a continuous flow path surface and an external surface portion that constitutes a flexible external surface; a water injecting port arranged at one end of the tank body and configured to inject water, as washing drum drainage water, discharged from a washing drum to the tank body; and a water outtake port arranged at another end of the tank body and capable of recirculating the water injected into the tank body into the washing drum.

Abstract: A structural member (10) includes: a hat member (1); and a closing plate (2). The hat member (1) includes: a top-surface portion (1a); a pair of side walls (1b) extending from both edges of the top-surface portion (1a); and flanges (1c). The closing plate (2) is in contact with the flanges (1c). Each of the side walls (1b) includes a low-strength portion (1s) extending from one edge of the side wall (1b) to a position at a distance Sh. The distance Sh is 20 to 40% of the height H of the side wall (1b). The yield strength of the low-strength portion (1s) is 60 to 85% of the yield strength of the side wall (1b) as measured at a position (1mid) of one-half of the height of the side wall (1b).